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HomeMy WebLinkAboutZ-5128 Map 4A�NIWN = 2001531" T = 136.49' R = 76 3.99' ARC = 270.13' CH = 268.72' CEIMFICA,7E THE UNDERSIGNED, A REGISTERED PROFESSIONAL LAND SURVEYOR HERERY CERTIFIES THAT: (A) THIS SURVEY AND THE PROPERTY DESCRIPTION SET FORTH HEREON ARE TRUE AND CORRECT AND PREPARED FROM AN ACTUAL DA -THE -GROUND SURVEY OF THE REAL PRDPEATY SHOWN HEREON; (8) SUCH SURVEY WAS CONDUCTED BY THE SURVEYOR, OR Low NIS SUPERVISION; (C) ALL WI UIENTS SHOWN HEREON ACTUALLY EXIST AND THE LOCATION, SIZE AND TYPE OF MATERIAL THEREOF ARE CORRECTLY SHOW; (0) THAT THE PROPERTY DESCRIPTION MO ON AND DESCRIBED IN THAT CERTAIN SURVEY PREPARED BY HE ON December 15 , 19 86 AND THAT THERE ARE NO OVERLAPS Of ON GAPS FROM THE CON NUMUI IFS d5 SHOWN AND DESCRIBED THEREON; (E) EXCEPT AS SHOWN HEREON THERE ARE NO ENCROACHMENTS ON TO THE PROPERTY OR PROTRUSIONS THEREFROM THERE ARE RO IWOOVEMENTS ON THE VIMMIIMTT ._TWINE ARE NO IRBBERL{ EAS�1S Og AWS OF MAYS 00 THE PROPERTY. TIERS ARE Ib Di SEREPAW?TES.-^. 91 TC S, SHO97A6:S !N .¢EA BOUNDARY LINE CONFLICT; (F) THE SIZE, LOCATION AND TYPE OF IMPROVEMENTS ARE AS SHOW HEREON AND ALL ANE LOCATED WITHIN THE ROUMMRIES OF THE PRO►ERTY AND SET BACK FROM THE PROPERTY LINES THE DISTANCES INDICATED: (G) THE DISTANCE FEN THE MEANEST INTERSECTING STREET DR ROAD IS AS SHOWN; (H) THE PROPERTY HAS ACCESS TO AND FROM A PUBLIC ROQUAT; (1) ALL RECOROED EASEMENTS ;AVE IE" CORRECTLY PLATTED THEREON; (J) THE BOUNDARIES, DIMENSIONS, AND OTHER DETAILS SHOWN HEREON ARE TRIS AND CORRECT, AND IO PORTION OF THE PROPERTY DESCRIBED ABOVE IS LOCATED WITHIN THE 100 -YEAR FLOOD PLAIN AS DESIGNATED BY THE FLOOD INSURANCE RATE MAP PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, (AUGUST 5, 1RBS). FOR THE USE AND BENEFIT OF TANGLEWOOD ENTERPRISES NORTHERN LIFE INSURANCE COMPAH• AND BEACH ABSTRACT B GUARANTY COWART. December 15 196 / WATSON 1 811111111 DEMON81111111 01111111 no 111111151 PROPERTY DESCRIPTION A. tract of lana consistiig of part of the Northwest liN, Northwest 1/4, Northwest 1/4, Section 36, T -2-N, R -13-W, Pulaski County, Arkansas and part of the Southwest 1/4, Southwest 1/4, Southwest 1/4, Section 25, T -2-N, R -13-W, Pulaski County, Arkansas, more Ddrticularly described as follows: , Commencing at the Southwest corner of the Northwest 1/4, Northwest 1/4, Northwest 1/4 of said Section 36, thence South 88°59'00" East 35.00 feet to the East right-of-way of Mississippi Avenue; thence along said right-of-way North 00.05'00" East 430.7L feet to the POINT OF BEGINNING; thence continuing alone said right-of-way the following two courses; 1) North 0(r08'07" West 485.40 feet; 2) North 68'44'57" East 16.60 feet to the South right-of-way line of Arkansas State 9ighwAy d10; thence along said South right-of-way he following four courses; 1) South 59'04'42" East °3 rNS feen 21 South 59"r.4'2R" East 121 25 feet; 3) along a curve to the Hft Da Ong a ra,:i; of /63. ?9 fret, a :.(Antral angle of 2(r15'31" and P wkiG [7 a•: �>o,,.;. 64611,0'41" East 268.72 feet; 4) South 79121'59Jdst 142.45 fee. w the West right-of-way line of Georgia Street; thence along caid West right-of-way South Od'22'11" East 541.02 feet; thence along a curve to the right having a radius rf 531.30 feet. a central angle of 24" 47'06" and a chord which bears North 72.41'33" West ?28.05 feet; thence North 60'18'00" West 461.75 feet to the POINT OF BEGINNING, containing 311,949 square feet or 7253acres, pore or less. The above described property is subject to an easeurnt to Little Pock Municipal Water Works, recorded in Book 920 at Page ;15 as follows. "5' easement for ,Water mains as laid and fire hydrants as set in Tanglewood Shopping :.enter, Northwest 1/4, `irthwesL _i4, Section 36, T -2_N R -13-W." 1_ CURVE DATA = 2001531" T = 136.49' R = 76 3.99' ARC = 270.13' CH = 268.72' CEIMFICA,7E THE UNDERSIGNED, A REGISTERED PROFESSIONAL LAND SURVEYOR HERERY CERTIFIES THAT: (A) THIS SURVEY AND THE PROPERTY DESCRIPTION SET FORTH HEREON ARE TRUE AND CORRECT AND PREPARED FROM AN ACTUAL DA -THE -GROUND SURVEY OF THE REAL PRDPEATY SHOWN HEREON; (8) SUCH SURVEY WAS CONDUCTED BY THE SURVEYOR, OR Low NIS SUPERVISION; (C) ALL WI UIENTS SHOWN HEREON ACTUALLY EXIST AND THE LOCATION, SIZE AND TYPE OF MATERIAL THEREOF ARE CORRECTLY SHOW; (0) THAT THE PROPERTY DESCRIPTION MO ON AND DESCRIBED IN THAT CERTAIN SURVEY PREPARED BY HE ON December 15 , 19 86 AND THAT THERE ARE NO OVERLAPS Of ON GAPS FROM THE CON NUMUI IFS d5 SHOWN AND DESCRIBED THEREON; (E) EXCEPT AS SHOWN HEREON THERE ARE NO ENCROACHMENTS ON TO THE PROPERTY OR PROTRUSIONS THEREFROM THERE ARE RO IWOOVEMENTS ON THE VIMMIIMTT ._TWINE ARE NO IRBBERL{ EAS�1S Og AWS OF MAYS 00 THE PROPERTY. TIERS ARE Ib Di SEREPAW?TES.-^. 91 TC S, SHO97A6:S !N .¢EA BOUNDARY LINE CONFLICT; (F) THE SIZE, LOCATION AND TYPE OF IMPROVEMENTS ARE AS SHOW HEREON AND ALL ANE LOCATED WITHIN THE ROUMMRIES OF THE PRO►ERTY AND SET BACK FROM THE PROPERTY LINES THE DISTANCES INDICATED: (G) THE DISTANCE FEN THE MEANEST INTERSECTING STREET DR ROAD IS AS SHOWN; (H) THE PROPERTY HAS ACCESS TO AND FROM A PUBLIC ROQUAT; (1) ALL RECOROED EASEMENTS ;AVE IE" CORRECTLY PLATTED THEREON; (J) THE BOUNDARIES, DIMENSIONS, AND OTHER DETAILS SHOWN HEREON ARE TRIS AND CORRECT, AND IO PORTION OF THE PROPERTY DESCRIBED ABOVE IS LOCATED WITHIN THE 100 -YEAR FLOOD PLAIN AS DESIGNATED BY THE FLOOD INSURANCE RATE MAP PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, (AUGUST 5, 1RBS). FOR THE USE AND BENEFIT OF TANGLEWOOD ENTERPRISES NORTHERN LIFE INSURANCE COMPAH• AND BEACH ABSTRACT B GUARANTY COWART. December 15 196 / WATSON 1 CONCRETE NAIL FOUND `- I I NV-, 4 7�a y 4J.V 1 5.6' wNi, �NEN SIDEWALK EH71iRb 0 J 24mf RAILROAD SPIKEFQUND-�. 5.79 I J Q 1VY / O; / U R L.S. 1957 i LIPSAHTC BRASS 2.5'x44.1' R/W / EASEMENT 4M J' �P 7 �P I A�r 0--2.5'x 50' R/W Mrd J ffAA / EASEMENT GjP PCQ���( v =i *, .. Q� fv 4�/ ti X00 A, w LIGHT O M NR 2.5 x 50.7 R / W 1 WALLS. -- I P.S. EASEMENT 2.9'WALK B S 59D04'42"ERAN TER T AH D QRASS - oIUW1p5 DISC 50.27' "R��� �8q4��5 �/A1 .PS. MOHTs N68Tr • LIGHT 16.60' `-- C„REI AMN 00.08'070WGUTnR AV JL LJ II i J MISSISSIPPI 35.0 WEST LINE SECTION 25�T 2-N- , 3- w S 00° 22'1 I" E �25•o P,wLOiNG SST (JACK Yi 5.6 IDE / SIDEWALK NEW DRIve-THRU CANOPY / 4 i 1 I AE -S rF 7 7 GEORGIA t P x 3 eW a ' 9 STREET i b ONE STORY BRICK BUILDING RETAIL SHOPS (63,575 SO. FT. ) 7400-7525 CANTRELL ROAD 30' R/W 1141.25- 141.3' 44.55' 63.56' RETAWING WALL � '2.IWICE SH.EWALK �. 22.7 52.5 G3.45 /.I • L'GH r STORY BRICK t �� ErUILDING P \' OFFICE 8 RETAIL S �, N �► ( 27,492 SO. FT) P FOUNDATION O �1P (APPROXIMATELY 55,000 S0, FT. OF FLOOR SPACE) P / PLANTER 54 i. R ISELED X IN CHONCRETE WALK 90. 13 41�-- CV 0 NM / IE CURVE DATA 0 = 24047'06" Q T = 1 16.74' Z R = 531.30' ARC= 229.84' U CH= 228.05' IPF 3 M er / n. 30 5 0 30 bC. Mehlburger Tanner Robinson &Associates Architects -Engineers 201 SwAA Hord PO. Bar 3837 Link Rai. AR 722(.t13837 501/37S= DOABM BTI G CAMaelato OV: AA►I1ovED w: RnA1L�: I"= 30' DATE- 12 - 15 - 86 j .LIGHT SCA L E M /U0W Z Q Nva /}gypv!4' LLI UJV" } N l- -3Z �iC���es CL ��� Cr~ ?T -PROPERTY LINE SOUTH Z EDGE OF RETAINING WALL w Y U_ M NCS Z n 0k-� e W Y �a �w z w 3P ( Y > Cr Cr d rn 00 a o I LIGHT J\ • '�/ . Z l; ' a z O NOTES: W o N ' a / 4 J .� Q (') Z Z I 1. Property lines and right-of-way lines are contiguous. w Z O Z G 2. 8" Sanitary Sewer along North side of Cantrell Road. Z -) N 3. 8" Sanitary Sewer along West side of Mississippi Avenue. Q I_0 v J p 4. 8' Sanitary Sewer along South side of Ohio Street. � m L J 3 5. 6" Gas Main along South side of Cantrell Road. Q o � 6. 2' Gas Main along West side of Mississippi Avenue. C) 7. 2" Gas Main along East side of Georgia Aveoue. 2 *9�• O 8. Overhead Power along South side of Cantrell Road. C J °S 9. Overhead Power along West side of Mississippi Avenue. L e10. Overhead Power along East side of Georgia Avenue. (4 s' 11. Overhead Telephone along South side of Cantrell Road. €¢ ltF 12. Overhead Telephone along West side of Mississippi Avenue. A R 13. Utility information was compiled from utility company records and 'k. have not been field verified. r P"OJ TM a7 845<J SOUTH LIN: NW I/4 NW I/4 NW I/4 1 5997 LIGHT SECTION 3E. T -2-N, P - 13-W286 - 321 i 49.96 ,,,,, a u. AAAAAAAA ti CROSS IN 4'x7'METAL.PLATE .E�TF/��O r�•. 39.94' • _3_9 56.64' - COVERING W4TER METER �_�'95'OCJ'E 430., qLy 5.5 S_DEWALK 485.40 "POINT OF BEGINNING" NO,9S7 t d AVENUE 60' R/W _-: = S88.59'CO"E 35.0-- �'oHrJo--„ AN • .� -_ � INE SECTION 36 T -2-N R -13-W - - --- 25 36 --- ���- ,. - - :,`Piot. •gEL av;:4Q�r 26 35 �SW CORNER NWV4 NWV4 NWV4 '•.,,IL,LANn�,A••' SECTION 36, T -2-N, R -13-W AND "POINT OF �-IOMMENCEMENTa